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Hip 11 - Two Members Required - Spike together with 16d nails at 12" o.c.
Joint
S A
Jolh 5
Joi
6
Joint 8
D
41nt 9
Joint 4
Joint 12
Joint 4
Joint 12 Joint 11
Join 16 r Joint 2
Joint 15
Joint 17
v
'v
Joint 18 or
Joint 18 (alt.)
x
x
12
3
Joint 4
2
Joint 11
Joint 2
r 2 x 4 E - 24' -9" to 28' -8"
x 4 F - 19' -9" to 24' -8"
1 Joint 2
4 E 10
Joint 11
13' -0"
Joint 13
Wedge bloc
from heel
Joint 14
NOTE: For more complete truss details
see file no. K- 120- 28 -3 -55
N F O R D
Joint 2
Joint 3 Design for Hip 11
Set 5' -0" from end wall
7'-0"
Joint 13
11' -0"
Joint 13
Joint 14
r 3-
tr ss gra'i0 lumber. 915'
5 ' -0 " 4801 b
° 1
Design for Hip 1 2
spaced 2' -0" o.c.
9' -0"
Design for Hip 1 3
spaced 2' -0" o.c.
Design for Hip 1 4
spaced 2` -0" o.c.
Design for Hip 1 5
spaced 2' -0" o.c.
Design for Truss
spaced 2' -0" o.c.
CAMBER BOTTOM CHORD OF TRUSS AND HIP MEMBERS 3/8" AT CENTER
L'6'JU d:Ili t)1U:1 FfJ
Joint
Joint 1
Joint 1
2' - 3"
2' -2"
Joint 1
1
NOTE: Delete wedge block and
Q-42 wedge block plate
on spans below 26' -8"
12
3
12
3
3
a
K-120
T R U
4 14625'C44
5 13,10 T
190 395' 580
1b� 12 ° °
-13
Truss Dtagrarn
1.
Truss Diagram
867 866 867 915
g 480
4 5
c d + e + f
28' -0"
2 8850'C qtl
1
8850T Strew Diagram
770 580 3851
d 1 a f 190
28' -0"
of G c
d
•
s i
1590
4, 5
62401T 495• Stress Diagram
4' 0 49
5 4951
12 51 55
i1 1.— � D51
cJ3 1 1 -
or
e
50601T 0 3301 440 Stress Diagram
330 6051 c d e i f 6051 330
4845
1,2
12000 4 0 440
3851 71151 c rd
12 a I + 2 =4�
Truss Diagram
Truss Diagram
Truss Diagram
1,2
28' -0"
28' -0"
28' -0
41 b
r 61,1
i g
28'-0"
Truss Diagram
3/12 SLOPE – 19' - 9 "to 28' - 8" SPANS — HIP
rA
d
Stress Diagram
7 385
4755
4620 0 pfc
1,2 ,5 3200 33 h
Stress Diagram
770 720 a 770
S
410
e
14-91 Sanford GrI -P -Lots
24' -9" to 28' -8" —•
11-77 Sanford Gri -P -Late
19' -9" to 24' -8"
4--0"
Q-54 Sanford Grl -P -Late
7/8"
JOINT 4
Q-42 Sanford Grt -P -Lab
1/4• -Y` 1"
Q-30 Sanford Gri -P-Late
Q-42 Sanford Grt- P-Lafe
T -55 Sa nford Grl-P -Lab
Q-18 Sanford GrI -P -Cats
Butt Joint •
1-119 Sanford Gri -P -Lab
JOINT 10
JOINT 13
JOINT 16
JOINT 1801f)
1 -1/2'
SANFORD G R I- P -LATE S
SANFORD GRI -P- LATES, pressed into each
side of TRUSS face, shall be 20 gage (.0359)
hot dip galvanized steel, perforated with 1/4"
deep Triangular teeth to form the gripping sur-
face and having position nail holes pierced
approx. 2" o.c.
POSITION NAILS, driven through each of the
position nail holes, shall be 1 -1/2" long annu-
lar ring shank .120 diameter, 9/32" head.
copyright
3-1/4"
i -55 Sanford i -P -Late
2 -1 /4"
Q-a0 Sanford Gil- P-Late
H -77 Sanford GrI- P-Late
Q-2 Sanford Gri- P-Late
1960
JOINT 2
JOINT 5
JOINT 8
JOINT H
I
a.
JOINT 14
JOINT 17
T -55 Sanford Gri -P -Late
SET
JOINT 18(alf)
K -33 Sanford Gri -P -Late
carol Sanford
1 -1/2" JOINT 3
�4•
Q-42 Sanford Grt -P -Late
Q-30 Sanford Gri -P-Lab
JOINT 6
Butt Jetnt
5-170 Sanford Grl -P -Lab
Butt Joint
T-l47 Sanford Grl- P-Late
tt o nt
1-147 Sanford GrI -P -Late
2x4 Block
JOINT 9
2x2 Block
JOINT 12
JOINT 15
1 -1/
Butt Joint
S -130 Sanford Gri- P-Late
Butt Joint
S -110 Sanford Gri -P -Late
JOINT18(alf.)
-1-1 4
1 -1/2"
H -77 Sanford Grl-P -Late
LUMBER shall be of a structural grade with a minimum
modulus of elasticity of 1,540,000 p.s.i. for A, and
1,760,000 p.s.i. for D, E, and F. Allowable extreme
fiber stress In bending shall be 1200 p.s.l. for A, 850
p.s.l. for D, 1500 p.5.1. for E, and 1200 p.s.l. for F.
DESIGN FOR TRUSS & HIP TRUSSES 19' -9" to 28' -8"
Live and dead loads on roof 45 sq. ft.
Dead load on calling 10 sq. ft.
Total design load 55 sq. ft.
NOTE: 33 -1/3% allowable unit stress Increase for sh8rt
time loading.
S A N F O R D G R I - P- LATE S
SANFORD GRI -P- LATES, pressed into each
side of TRUSS face, shall be 20 gage (.0359)
galvanized steel, perforated with 1/4" deep
triangular teeth to form the gripping surface
and having position nail holes pierced approx.
2" o.c . (2.225 teeth per square inch)
POSITION N ^.'1 c, driven through each of the
position ncil holes, shall be 1 -1/2" long annu-
lar ring shank .120 diamet;r, 9/32" head.
8d Nails
1/4" clearance
36" to 48"
8 d Nails _
1/4" clearance _
12" to 24"
•
S A N
Q -2 Sanford Gri -P -la e
O
Q -30 Sanford Gri -P -It
T
2x4 Sub -faci
(by Builder)
x
*II
woks
2 x 4 or 2 x 6
Top Chord of Truss
TYPICAL
Q-9 Sanford Gri- S.:_1a#e - 1
2 x 4 treated Ledger,
bolted to wall 48" o.c.
Shim Soffit Joist to solid
bearing and attach to
Ledger with Sanford
Framing Anchor at each
Joist.
(by Builder)
Min. 2 x 4 Plate
(by Builder)
TYPICAL
2 x 4 treated Ledger, bolted
to wall 24" o.c. Shim
Soffit Joist to solid bearing
and attach to Ledger with
Sanford Framing Anchor at
each Joist.
(by Builder)
Q -9 Sanford Gri -P -late
_ 2x4 or 2x6 Top
`- Chord of Truss TYPICAL - ALL OVERHANGS
--�ti Q -42 Sanford Gri -P -late
2 x 4 _ 2 x 4 Sub -facia
(by Builder)
- 1/4" clearance
TYPICAL for concrete tie beams. See
P. 217A for truss anchorage detail using
stud bearing walls in areas of 20 psf
wind load and less.
ORD
DETAIL OF LEVEL SOFFIT OVERHANG, 2 -1/2 /12 PITCH AND OVER
48" to 72"
Shim to
Solid Bearing
8 d Nails
(2) Q -2 Sanford Gri -P -lutes
Wedge Block
Q -18 Sanford Gri -P -late
2x4 - :78dNails
1/4" clearance
24" to 36"
Nail with three 16 d Nails,
1/8" x 1" Strap Anchor bent
over Top Chord of Truss.
TYPICAL
— Q -2 Sanford Gri -P -late
2x4 Plate
(by Builder
TYPICAL
c o p y r i g h t
Up to 12'
Concrete fie Beam
TYPICAL
7
8d Nails
_Wedge Block
- 1/4" cearance
,`JOTr: In Dada all Jr),
C l ,ties, use ollly
K-120
TRUSS
1960
o.
carol
Sanford
0
0
e
S A N F O R D G R I - P -LATE S
SANFORD GRI -P- LATES, pressed into eoch
side of TRUSS face, shall be 20 gage (.0359)
galvanized steel, perforated with 1/4" deep
triangular teeth to form the gripping surface
and having position nail holes pierced approx.
2" o.c . (2.225 teeth per square inch)
POSITION NAILS, driven through each of the
position nail holes, shall be 1 - 1/2" long onnu-
Iar ring shank .120 diameter, 9/32" head,
Q -2 Sanford Gri -P -late
(2) 16d nails
1 12
1' - CORNER JACK
HIP JACK
Q -30 Sanford Gri -P -late or
2 Q -9 Sanford Gri- P -lates
�• 36
3' -0' CORNER JACK
Q -18 Sanford Gri - - late
S A N
Regular
Truss 2
*NOTE: 2 x 4 Rafter is sufficient
for all End Jacks; However
larger sizes are generally
used when the Top Chord
of the Trusses is larger.
f
Last Hip
Member
PEAK DETAIL
Even foot span
x 4
at
1/8" x 1" Strap Anchor Bent
over Top Chord or Jack and
ailed with 3 - 16d nails.
(by Builder)
Q -18 Sanford Gri -P -late
Beveled $ Q -30 Sanford Gri -P -sate or
Cuts 2) Q -9 Sanford Gri -P -fates
Partial
Cat
PEAK DETAIL
Off foot span
ORD
2 x 4 Ledger Beveled on
Tie ledger to Hip /1 with
(4) 16d nails or Sanford Framing
Anchor at each Truss- Member in
contact with Ledger Strip.
(by Builder)
H 1 3
Tie End Jack to Hip 1 1
with Sanford Framing Anchor
on the top and 2 - 16d nails
on the bottom. (by Builder)
PLAN OF HIP ROOF CORNER WITH ALL JACKS.
SETBACK 5' - 0" FROM OUTSIDE WALL,
top,— 1 /8" x 1" Strap Anchor bent over top
chord of Jack and nailed with 3 - 16d
nails. (by Builder)
Tie Hip Jack to Hip E1
with Sanford Framing Anchor
or 3 - l6d nails - Top and
Bottom. Builder)
H 1 2
24"
ROOF CORNER PLAN
12
Slope
J of roof.
Q -30 Sanford Gri -P -late or
2) Q -2 Sanford Gri -P-
Iates
60" Min.2 x 4 plate
5' -0" END JACKS (by Builder)
x 4 Ledger (by Builder)
24"
End Jack
3' -0" Corner Jac
�� w 1 • s
�r
Sanford Frani
T op an
m
E r
NW
N
24"
•
1 2 "
Overhang to suit.
(See Detail)
g Anchor
om
rner Jack
A
K -120
TRUSS
c o p y r i g h t
1960
a.
carol
Sanford
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FOR *Vtc
AIR CONDITIONtNQ
3100 N. W. 17th AVE. MIAMI NE 5.4115 _
rrMr _____' ii't^MHL M.w- c'lFaYk•• +i�4. - w.M•..ay1..e'r MSSt�r..FMrtJ+. +�w. w.
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INSURANCE. They Contractor shall maintaiti - saeh insurance
as, will protect Him fro' 0 :e111Me cinder. Workmen! s Coupon
•cation Acts' and f rem, any ' c13Ir s for damn es for
pex,sonal.:iniury, including death, zrhich may 44 80. from.
ope rations cinder this Centrae `, whether - . such bperatioris
be . himself or any Sub - Contractor or anyone.` directly o
indirectly, employed.' by eitheri °of then,.., •
,
PUILIG.. LI BILITY Contractor= `shah! ;carry at - all times
whil4►' the w s' ri progress'. c , public
f lability :Insurance,; which will' Indemnify (iner - against
any and all personal, inJury electric' or death „resul +.ing
therefrom for'. a .sun► Ofy Less than $25,000.00.
STAKES AND
l:y and set
necessary.
excavation
EXCAVATION .AND . CBADING
WORK ON GROUND, - All rough grading both exterior : and •
within the finite „o' the :,building, shall. be done by don...-
'traotor. Al]. ` ' excess exe3Xated Materials shall' be distri-
biuted on grounds 'where dtreeted by Owner or dispoaed of
as may be ,directed by the Archie eet. Contractor to supply
a11, rough fill < , tO - brink"grade'to lines shown-on drawings.
Datua La considered t as`. thei orOwri of . the street paving ill
front of building.
BATTER BOAttC - Lay out the building accurate-
such stakes, batter boards, etc. as may be
Architect will check all dimensions before
is started i.f :called ' for.
GENERAL EXCAVATION ”- Excavate for foundations, columns,
footings, plumbing, and all other work indicated on plans.
FILL Backfill around all masonry walls where necessary.
All fill and backfill truest be thoroughly paddled and
,brought to levels shown on, drawinggs and generally eo
graded as to drain water from building.
- - All block 'walls `yiifl rest on spread foot- ;.
ings. Care shall be taken not to'excavate any deeper
than necessary„ a►s'all. excess depth shall be filled with
concrete, no, :dirt being allowed to 'bring." bottom of-
' footings to` proper ; level. -All excavation , for footing,
shall go down to .solid - undisturbed' bearing soil.
CONCRETE
PATER FOR CONCItEr$: Shall be clean fresh water; free
from vegetable or dEea ed subatence, . Mart i water, con -
tent shall be 6`gals.fsack of cement.
CONCxgTE FLOORS. - All floor ; si,abs .to„ be of 4'
,:on fill with t' X 6" X14 Gat:; Road; Mes h ; ;
necessary.
MATERIALS
SON
of concre
SCOPE OP Welt( - VPork to be done wider this' head rt . in-
eludes.'. furnishing' all labor,; materials, ard: equipment
nec essary for the proper completion 04, all block; and
brick -work, shown on the' drawings And reasonably,' implied '
and called for in these Specifications:
COOPJATXON•11TH ()THEW - TRADES "t'Yi .s Contractor shall
cooperate with all other tra ,Yorking on building an
execute; all. c ork - pertaining lite'trade..wherever
GEM AL CONDITIONS
SC011i OF WORK', ' Tt. is the ;intent of ,these plans and
epe cations to`proyide•instruients Of ,service necessary
for - ,the constructIork� of a th ree bedroom residence for =
Mr. and Mrs. J. 0. Tyler,,, on Lot ' B 1/2 of tot 3, Block
42, Miami Shores, Florida.. 'Contractor is to Verify all.
dimensions and faniliarizo hiriself with t plot before
starting work. Any.discreparoies should be reported to '
the Architect ,before: starting York and cQreeotions made -
,by the Architect.:.T`he«_,Ar assumes zo responsibility
if this condition is not itet;
CONTRACT 'DOCUMENTS The. :contract documents for this con-
tract shah consist of:- thesO ;specifications, Architect's
Ora nga, ?The Standard Form of Agreement between Cony
tractor and Owner for Con of Diiidings" , , fourth, .
edition, togother, with'th.e !General Conditions of the
Contract ", standard forms' issued by the American Insti
tute of Architects; Where any conflict occurs between
the; aforesaid General. Conditions 'and these specifications
or!the Architect's , Drs rin then the provt 'lops of th'ese
Specifications and Drawings shall prevail, 'Copies of
theset standard documents are. on file at the Architect's
Office: f or inspection •by
UTS •- The Contractor ,will`' acquire a nd pay for all
• necessary permits for both. building and any other neees-
.3ary: permit "s various. utilities" companies.: Owner s
mild reimburse Contractor' for any such- deposits on meters
''Only, when receipts,"for, Sne are presented. . Contractor
State, County, ,di`scharge all;obligatl.ons to City, , , ;
and : Federal Cowernmnt s • : :
CONCRETE,- All concrete throughout the building. shalt be
designed for a 1,500 lb. teat. The ,cement content
gradua of aggregate and water.`. content for various
predetermined' strengths€; - shall- be. rigitity adhered to..
Tests shall. be made ,it' any' time the Ar°chiteot- directs.
Ready -mixed concrete is acceptable.
PROPORTIONING CO CONCRETE .. The proportion of materials
shall be" such as to produce concrete that shell have'
Specified strength: and -at the same time work readily
all corners and angles: of forms and around reinforcement
m: without excessive 'puddlint or- spading.
PLACING OF coricatrs - Concrete shall be deposited in . forms
as soon as practicable; after "mixing and all _concrete which
remains in wheelbarrows or fixer over thirty minutes shall
be wasted. All concreto shall be spaded enough to avoid
FINE AGGREGATE - shall conoiSt of clean, sharp sand or
jetone screenings, free" from all injurious salts and
organic: matter.
COARSE ACGREGATT Shall consist of broken reason --
ably: free front disintegrated pieces, and entirely free of.
salts or "organic ,matter.. Noy stone . be larger than „
3/4"..,
STRENGTH OF CONCRETE -: The minims strength of 2,500 lb.
per square - inch.in 28 'days, shall - be required
•
CEMENT" - Cement "shall be any approved, American Portland
...Cement and shall: confgrm,tp, the latest spec -
of the Ameriean'$ociety for :,Testing Materials. T - Cement`-
shall be: stored in a suitable shed designed'to exclude'
moisture•
_. REINFORCXNG�'STF L A2l.reinforoing steel' "shall corifor t
to; -the', specifica of t American`,800i r for Testing
Materials.- Steel n b be of'. proper lengtki and -bent Cold:
Deformed bars only may be need..` NO bars ahoi,tng :large
Scales of rust will be :allowed. , NO high carbon or re-
rolled: materials' ;will be allo�+te,d.
MKS Shall be approved ._ . by a: testing l a b
CANT -• All cement; shall be Portland .
of American, manufacturer and chat . 'm al b
req: rer erits of :the American Society
Testing Materials. •
LIB Hydrated e 'shall be of an approve
make and shall,, - c with the standard- ••
specifications- for. - lime of the American
Society for Testing Materials.
SAND All. sand shall be clean, sharp, fres
water wnd, free frora any vegetable or
injurious. matter, '-
CEMENT LIORTAR 3hellbe- proportioned 1 pa rt
cement, 3 'parts sand, and 10% lime.
TRIM BRICK, All' , trim brick shall be cement
thick, and thin ."qRainborr" adobe slurp. brick,
half and half by count, as . manufactured by
the .9DunanBrick Yards, Inc ":.'
ANCHORS, ETC.- Build in all' anchors,._ toggles, bolts,
flaehings, beams,' frames, etc;.,; as may be required. Iu}
bed all anchors, bolts, etc., into. concrete at. least '3�'
CAU LKING •-' Caulk all. Pecora Caulking Com-
pound, or equal, both frota'outsi and inside.
a, .
h .
SETTING 9 TAL WORK - All metal work and all fleshings
shall. be set properly and as directed by Architect.
CUTTING DRILLING AND PATCHING T All plumbing pipes,
electrical conduits, etc., sha11 be chased into, the walls: •
and - no unnecessary cutting' shall be alloired,
PROTECTION OF 'WORK - All` finished work shall be covered
and - P ro
t�ected adequately. Any work damaged through the
,carelessness of any of the - traded shall be replaced to
the satisfaction of the Architect.
SOD
SCO - Carpenters shall do all cutting and fitting re-
qu red by the other craftsmen on-the wilding and shall
consult :theca at all times in `regard to the proper con -
struction to take care of their pipes, conduits, etc.,,
They shall.erect all forms;, framing, furring, etc., in
fact every part of the work, that comes under the head of
"Qarpentry "o
SCAFFOLDS » Contractor . shall; be held responsible "- for the
safety of all scaffolding required by all, trades ; whether .
he' `subcontracts any work requiring "a scaffold or not.
FORMS . Forms ° for concrete work shall conform to the
shape, line, and dimensions of the member as called for
qn plans. . "'They' shall. be substantial.; and sufficiently
tight to prevent °leakage Of mortars and be properly
braced or tied together so. ao to maintain position and
shape'and insure safety to r• rkrgefl ar . passer$byd
FRAMING LUMBEll All framing lumber shall be` square and
so merchantable stock of 'sizes" as shown on the plans
or called for In these speoUications, seasoned '.
and free from all large, knots or other - &iaperfeetions .
which" might' impair its' strength. or durability. All
lumber, shall be, Srade
WAIL PLATES - Wa11 plates shall be 2 x 6 12 'Tolima- Pine
laid flat, anchored every 4+ .with 1 /2"'anchor bolts 'ex.
tending into the concrete :lintel at least 8 "o
RAF' Rafters y ahal. L be: 11 Southern: Long Leaf Pine
'Sized Tr'RS as called for on plans, leveled and brought to
perfect alignment.
FURRING AND GROUNDS Provide and, erect .1 x .2 cypress-'
fiirring'throughout, the building on the interior' of all.:
masonry galls- to receive lath arid plaster. ' Provide and
erect 3 /l) grounds arounl all. openings .to receive tr1. ,`
C or. Celt -Cure treat back of.ail furring wounds
and all wood surfaces -in contact with masonry.
PARTITIOES -- All frame partition* :; are to be formed with
2 X.4 or 2•X 6 #2 f Pine - studs placed 16" `o. c, �vell,
spiked, ; into place. Double:st ude around all openings.
Ilse one 2.x 4 sill and two-,2 x l ; rs for plate. Solid
bri.dge :.all:, partitions `once: in their height.
{ CLOSETS - Al.). bedroom cldeets are to have shoe racks
12�' shelv " es ,With. L _pi "Clothes rod and five. hooks;
Closet doors to`-be hung so shat: the bottoms are 1" above
rug height. Linen elosets to have five 7 /$n shelves.
CARP -,. Nr
,J . 0, Txpzi...
MILLWORK
T
TILE . 1ORK
2 of 8
PLAS.�«
•LATHING a All. interior walls, ceilings; and partitions
where-noted shall be lathed ,with the, beat quality rock
lath or sheet rock, Make. all corners solid before
lathing, Break joints over door and window openings.
Put on grorinda .tor all door, and window openings where
casinge are to be used, •two grounds for . baseboards, and
- ivh,erever wood,construction and masonry meet cover , pgint
_with, metal: lath '' Reinfoz' e all corners w .t „metal lath.,
Us. metal lath behind all Lila alls9
SPECIFICATIONS FORT
I+�R
(Fiie' NO
L
CLEANING This _Contractor shall keep premises . clean
at all tir ea. - All acc .ated' debris is to be removed
.from day to day At completion of job all debris is to -
be' removed .froM property entire ,job 1.s to be left
tbroom. clean *o
FOUNllATION VENTS, . S- X' I .
with Ito,. 16 bronze ` 8oreen.:
recast concrete vents screens
of paint. beforerereeting. All casing to have a 3/8a lip
over plaster and; tile in ell cases. , Base is to be of
stock design
STEEL SASH FRAMES AND SCREENS`
ALL WINDOWS THROUGHOUtTHE WILDING SHALT. B3 'ICECAP or
approved equal steel residence" ceserrients and of sizes
shown on plans. Operating hardware shall cons st of
Getty Crank Type Operator and caw latch. Screen frames
shall be .made from copper bearing open hearth steel.
Screens shall be 18 :mesh ; brornzeo
Casements shall be bedded and pointed inside and out
with mastic cement. .
Provide flush metal 'Guides! for Venetian 131inds at
all sash.
All sash shall be glazed with 'A' quality double
strength. Libby =Ford`,Glasso
All sash <to be set in precast concrete framea'as
rr►a ufaotured by the Everett Livesay Co; Provide wood
header for mounting valances,, blinds, and drapes.
Install all sash in,'Livesay' precast frames. These
frames to have Venetian Blind guides cast into the con -
crete jambs .and may either have finished jambs or be
prepared to receive finish plaster coat,
GENERA, All interior finish except base shall be
thoroughly. seasoned poplar, free from knots and other
'surface. imperfections. All finish to be 3/4" thick one
member as detailed,: all to be ,machine 'sanded and ready
DOOMS All doors to be of sizes'shOwn on drawings,: Al].
exterior door - frames shall be primed all over before ,.
leaving mill and are to be rabbeted from 2" x 6" #1
cypress. All doors" shall be stock and of-cypress or fir. '.
CABINETS ; All cabinets including linen cabinet in Bath
#l, kitchen Cabinets, etc., ; to be mill -made and finished.
.i11 to submit shop drawings to Owner for approval before
Making cabinets, ' Tops of •drainboards, including, back.
splash to be finished with file ::: >r `2:-. :;t
SITTING AND FITTING . When the'„ob is substantially
.completed and the carpenter has done all necessary -
cutting and fitting for the other craftsmen . and has care-
fully installed all his own ;vork, he shall go over the
entire building again and perform any necessary patching
or refitting to leave a perfect job.
SCREJN3 - All exterior doors shall be provided with full
length 18 Mesh .bronze screen. Frames shall be 1.1/8"
thick.
FINISH HAR DWAR3 This Contractor shall make an allowance
.7 for finish hardware. Provide aluminum or
bronze threshold at all :exterior. doors.
MISCULANZOUS Furnish any miscellaneous millwork re-
quired to make a complete job,
FESTERING. - Plaster shall; be two coat work' All inter
for :gills and ceilings .except - as otherwise S pecified'
shall; be plastered using Acme Plaater.or: its equal.
• Manuf acturer e s directions' In regard; to wincing shall be
strictly complied with, all, plaatering to be brought out
flush with grounds, all angles are to be .' cut •througn to
lath and finish coat: in angles is to be makked.: pith a
mitering tool.: •All plastering shall be straight and
plumb,
FINISHES : Kitchen and b .valls and ceilings' to bo
hd s
a r ooth finish 'All. Other'; rooms to have a tezctured
•- finish,
PATCHING All patching of plaster, work required after
other Gi�a -have fintshedti their work roust bo done by
the plasterer in a very neat :manner, leaving . neither
rrrarks, cracks .nor ,stains at ally point.
STUCCO, ''ORS
PREPARA'PION -,„Clean and 1:0e all," aai4W'y walls',before
;pro ceding with the stuccoing'
STUCCO •- Exterior" stucco shall:be composed of an approved
qua lity, of high grade lime', Portland CecAent " and clear
sharp. fresh "water .' sand. Shibao to be mired in tight
clean boxes, .
The stucco work shah,; be applied in two coats, the •
first ,coat of milt shalll be, eprsposed' of one part. Portland
Cement- to two parts Qf sand' to which 10% hydrated has
been added. This coat shall. 'e applied directly to the
masonry and other wall surfaces, filling out all hollow
places, brought to a: uniform plane and scratched to re-
ceive second ,coat.' The second or texture coat shall be
without lime but having .an' approved waterproofing corm
pound mixed in accordance with manufacturer's directions.
All to be smooth" and free from waves.
The Basic' Specification for Tile 'fork No, K -300, third
edition, as issued by the National: Tile Manufacturer's
Aasoeiation insofar: as any portion'is applicable: to this
building, is hereby made a part. of this specification and
contract
tiLE . All tle ghel,l, b'a o `,standard grade + ' se veral "
s p es shall .be s l r1tted to ,Owner, from rich to make
the; color"-- anti' grade ael'eetion ,
. $athrcoui - flour's °to be' of> Coraraio til,e►a _ .
marble tiliresholds at doors, , °
Bathroom walls' to a� height o '-
x t+ k /l�'� ; otandard g, a'2ec : t� lo, 6."
Yloor.
Iiitcherrt drainto�ards and splash boards to receiye
gla'ied tile,. 4 -4 /4'' x . � 'I.,.
All ; windew stoolai`.to be.biU- iosed;,glazed :tile arid.`:
end :of bulldnose. to be flush- ,with` plaster'.
All stripe and rrottids neeeeeery, to!rnake 'a� comp
,lob 'shall bo : urnished and set. ,
Bathroom accessories ells,;; be of color as seleateds
Sathroom3 tortreceive a s;everi `piec�> :set; :$`
`' Entrance platform floor and; front eteps to
finishcd,.eith quarry tiled
SHF�LsF. ( • 'TAX, ACID' ROcFI
NAOI? - ] ;tire `roof area; shall, be` first. covered with
30.lb r oofing felt,• Felt shall :be,applied•to have at .'
least a, b +� hbr.i ont`a1. an`,d vertical :lsp =,with' rertic.ale• :'.
Joints eta eared and rim ed' i it�i la�xge. head copper, root.
;rig nails. Felt ~ p . n_ - ;ridges shall: Yap at - 1eaat; lg' #'both
ways. • Follow ',pith. 90 1'ci f el.t swab, bed. in' with pitch.
All' roof areas: ahem as: haring' tle shat 1. be` covered ;with :
white sl ir�gl,e oe1Clent tiles < A11: tile to be 3`et.. i.n cement
'raprtar and any. further runner in co� nor practice to
a perr nent roof . " Ido badi.y bro sen ti,l e:44l. abe. aeaepte.
and -,ell r.a0 f e_ ;Host: ,'oe s `spb down and. gleaned ~ of : any. mortajr:
pr other debris and• left:•in good. condit
SHl hfi st'Ari . A11 f3.ash3.ng vaixeys, eto., t be` in 1 &_oa..
copper, copper {it. avaitabe) ° edgy ng strips o all;': sheath -.
na
ling.' Fannie rip'strip :in. copper:r Ottisr.' sheet metal
or'k a s shdwn� �rga. ' oncan ~ ga le, iron' it'_copper ie
v •� •, - P
riot `avaiiabl,Q9': � `ks �' S y .�. ; .
SCO• ? -. Tyre contractor` :sh %tarnish all' labo' material$
_ ,. . x- �. ,. ,::. .. ,- - ,.fit,. .. s'
�a�dders, '3ceffold.trig,r impl.ements�.., etc., necessery to •
conzp}.ete work : :included: in th ia�seet ton and iirl''a manner
to; :satisfy the ^;re4ttire eats of, the °depart nt' �iavinK
,lur sdie.tion. °All; n�aterLs13 shall..,, nevi ar c; the:: best
~of their:; re pective kinds •rid;'lr'8s' tr'ro�t 1`.defects. :.'Ph'
approval pf any rri�teriale, hotiwever, wik], not be cbnaidered'
as`acceptanoe'of the .pork rer.a insta led, she +:.id=s ah,
i atsriala prove< , Al]. workmanship -shall : be fi.
claesi'throughout `regardless of hind` or gu.allty of "mater-
ia1s. P].wabere `s ail; provide fron house toy ; se tic • tank` ~ }-
aI1.� h, - - R
donneotions required or necessary : Plumber shall pro.::
vide; hot. and cold eater .connee.tlori to lavatories, ' tubs,
and si,iilii, also`�water hbs`o bibs �vherer shown. P1,unibsr to
connect all. 4waste a,nd soi l. line toy' one , gal. septic
tank° with 100 t. drain: tlle0 ; Alloxr i O tor;one
3a antom?,tla- oiectrio .,mater hoater` see:= dra,ringe "foxy
locatlo�n,.. ;�a n
ELBCTRICAL ' FIXT UIiF4� » -';Al t w �1QQQ00' for' these. Owner
t9 seVe.ot.`..and contractor to' hang: semen
. GUARANI «: Tho "entire system sha,li. he guaranteed against
defect$ #.n.: teriai. and,w rkraan$ hip far period oY one.
year 'from data. of installatiort� '" ,
`(�N �• The 9oriditions and' Ina ° true,tiona' to biddera:?aa .
ap' on ` the gen eral c ontra ct,> apply also o n the paint
ng, contra4t, t'ittabuxgh paint .'pr equal. 'Ths pork to
be done ;by ,the painting contractor - I cl,udes - the`. °furnish«
ng of� all, matexiak, labor, tool and equipment tihich
shall. i�a ,required to `complote the painting arxd `finishing
of the. bu4lding. as speaified
PR.EPAAATIOI�OS SURFACES .. Painting contractor .shall be
in' o1 y responatble : for. finish o -his .'work and: therefore, :..
shail'not• co mmence ark- part, of it untii: surface: is in
proper'cor di.tion: in every r speot.`,`Ali knots `off sap�`'y .'
spots shall, be 'given'.one coat'. Q1"- sYellao at least' ten 3
hourai befare< painting. Al] neeessary,:puttying o� rla.ii r.
holes; eidelts and blemished'°;. shall. be' done'af ter' priin3 np
coat. his .become ,hard and ,.dry, a,nd before `second• coat` s n . °
applied, 'and putty shall. n>atch' the shade of . finish ``coat,
EXTERIOR 'i00D:vORK PAINTING
let'. ,' imi.ng° Coat ';=� piZ men according, to directions f:°
on the jxickage. t
2nd Coat � tiouse'PaintYas received irt' - ck.3gen
or ",thin sl ht1 Sf desired th'te� _e'.tur pentln,
g Y , Ptyn .1 rPerlti�ie
V%toloilL or linseed :oil, x ,
as second eoa
The Cantraetor- shall take all, loft }over material and'
debrie 'away`frora .th$ p emi.ses, leaving alt' :parrt's of tt
buildlr in' good epndlt>ian ''broom :ol ean� with ►i nch rs
*a.shoci, 'and ,all tools carried away _ contract and '
.its contents. ford a pa rt oP thi�ipeottichtion.._ .
: ` ILDC ;
r }
SCOTS « All iiiring =is to be done' iri strict accordance to
tj u es of, the National Uoard or Fire Under writers and~
shall bas Iriatalieci .to ,confora to; IUarnt Shores regulations, s.
Switches : :sha ).. have; = ivory facer plates wherever shown one the;
a:
plara :. )ristali meter and run - .Service = fxoin. nearest pole'. ;:
urnia_ ►. c°ertiflcate inspiectiors,r 2he 'entire.la vat
shall nic the° require rote of the: Florida Power & Light ;
Cdr,:; Entire aystprs is to bB,in eteal tube and standard .
naeta�. ,outlet, bogies« All'condilit ehall be *4"i v ed
there :rill. be` no trapped:• corrluits., Furnish and set all,'
nee essary cabl,nets panels' AY I rank Adains melee« or
eqi alp.', Any conv�nience outlats :exposed <to - ssatlier,'shalt
be of- the oaterproof ,type ,The entire oysters.' shall - be.. : in •
?l t Oat Ap. 1 Pittsbi r` h` b
. pP . Y, ,. g , inhi i,tive� �t?d'Iron�de;,
Y Al t ow overnight :_dryings it i.s' adviaabLe . that tirstf .or
shop coat be' applied" at .shop be4ore metal. .s ehipped .• '
: sit or exposed to weather ;, F
2nd Coat = Apply : Black, Gray or Red. Ikonhide or
3i �rier :' House .Paint of eelected;'color,.. For brushings
use as :'received, K
3'rd Coat > 3arr to 5 • i
INTI IOR PAINTirlG. AND D C(RATItri ;
Inter or wood tr » t; coat work i�irst; coat;
�r
i ailh3da First Coater�`; gallon reduaecl ith'one - Atari
of Lept' ne or tur' ' '$ecory host t< yf t:lhide Glo s
o color s,]. of for s finish coat as lieeei:ved in-pa9 'ego,
Sriamek. Kitehan &', $ath']+falle't Ceil.ing-Fla.3ti_ r ork -
�" l,st Coat: Wi1lhi.de Firot .Coster -, aeh: 31l:on '
reduced .yitn one ;quart; ,of..Leptyi e. or ; turpe itinea '
2nd.Coa.t: - . : 50-26 accordin '.to
diregtions, t �;
r, . r Coat: ` ck .D i.ri' to 1 `
_ .. _ . ♦ � d • . -i � rY g G, : �s �fa.� �'air� �Q : 1f� :
a•ar_ars.aara ter: �a.� %iii.s %a•�yit•ai-
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